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    Extending the Direct Strength Method for Cold-Formed Steel Design to Through-Fastened Simple Span Girts and Purlins with Laterally Unbraced Compression Flanges 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 006
    Author(s): Tian Gao; Cristopher D. Moen
    Publisher: American Society of Civil Engineers
    Abstract: A direct-strength method (DSM) prediction approach is introduced and validated for metal building wall and roof systems that are constructed with steel panels through-fastened with screws to girts or purlins. The focus is ...
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    Metal Building Vehicular-Access Door Wind Analysis and Design 

    Source: Practice Periodical on Structural Design and Construction:;2016:;Volume ( 021 ):;issue: 002
    Author(s): Paul S. Mueller; Cristopher D. Moen
    Publisher: American Society of Civil Engineers
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    Field Verification of Simplified Analysis Procedures for Segmental Concrete Bridges 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 001
    Author(s): Marc Maguire; Cristopher D. Moen; Carin Roberts-Wollmann; Tommy Cousins
    Publisher: American Society of Civil Engineers
    Abstract: Load tests on segmental bridges are uncommon in the literature given their relatively short history and comparatively smaller presence in the national bridge inventory. This paper presents results from two segmental concrete ...
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    Triaxial Constitutive Law for Ultra-High-Performance Concrete and Other Fiber-Reinforced Cementitious Materials 

    Source: Journal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 007
    Author(s): Rafic G. El-Helou; Ioannis Koutromanos; Cristopher D. Moen; Mohammadreza Moharrami
    Publisher: ASCE
    Abstract: This paper presents a triaxial constitutive model for fiber-reinforced cementitious materials (FRCM), with an emphasis on ultra-high-performance concrete (UHPC). The model accounts for the multiaxial stress-strain behavior ...
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